Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 606
... show A / D v / s Ur responses which are more related to D straked diameter 1.26 * ( unstraked diameter ) . = = = = Figure 5 shows typical plot of A / D v / s Current Speed test data for a Cell Spar [ 8 ] . Note that the Cell Spar has ...
... show A / D v / s Ur responses which are more related to D straked diameter 1.26 * ( unstraked diameter ) . = = = = Figure 5 shows typical plot of A / D v / s Current Speed test data for a Cell Spar [ 8 ] . Note that the Cell Spar has ...
Page 701
... show that it is possible to integrate the complete equation of a cable with bending stiffness . Figure ( 14 ) shows a set of simulations for Case 2 but changing here the bending stiffness . In the figure , " FL " stands for " flexural ...
... show that it is possible to integrate the complete equation of a cable with bending stiffness . Figure ( 14 ) shows a set of simulations for Case 2 but changing here the bending stiffness . In the figure , " FL " stands for " flexural ...
Page 1115
... shows LMRP displacement from 8 simulations for a tension setting of 1800 kips with a mud weight of 10 ppg . The only difference between the eight simulations is the timing of disconnect with respect to heave ( the " phase angle ...
... shows LMRP displacement from 8 simulations for a tension setting of 1800 kips with a mud weight of 10 ppg . The only difference between the eight simulations is the timing of disconnect with respect to heave ( the " phase angle ...
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Common terms and phrases
added mass amplitude analysis angle annulus ASME barge boundary conditions boundary element method British Columbia cable calculated CALM buoy Cantarell field catenary coefficient components computed Conference on Offshore configuration Copyright crane vessel cylinder damping deck developed diameter diffraction direction displacement dynamic effect element equation factor fairlead fatigue damage floating FPSO free surface function heave horizontal hull hydrodynamic iceberg installation interaction jacket joint length limit cycle linear marine maximum Mechanics and Arctic method model tests mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures operation parameters particle Petrobras pile pipe pitch platform potential pressure regular waves response second order semi-submersible shear shear strength ship shown in Figure Spar spectrum Statoil stress surge Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle